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IssuesArchive of Issues2002-1pp.99-111

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G. K. Wong, S. M. Kapustyanskii, V. N. Nikolaevskii, and Ya. V. Shlyapoberskii, "Elastic-plastic analysis of damage in the well bottom zone," Mech. Solids. 37 (1), 99-111 (2002)
Year 2002 Volume 37 Number 1 Pages 99-111
Title Elastic-plastic analysis of damage in the well bottom zone
Author(s) G. K. Wong (Houston)
S. M. Kapustyanskii (Moscow)
V. N. Nikolaevskii (Moscow)
Ya. V. Shlyapoberskii (St. Petersburg)
Abstract Fracture of the well bottom zone is accounted for by the anisotropy of the rock pressure and the pore pressure drop in the process of oil production. In order to have a correct prediction of such events it is necessary to subject the extracted soil samples to triaxial and uniaxial tests. The data of destructive tests with low-cemented sandstone used in this paper correspond to the non-associated flow law with compaction and dilatancy.

We consider a horizontal well with a thin metal filter placed in its open borehole and the annular space between the filter and the wall filled either with gravel or fractured material of the bed (loose sand).

The two-dimensional problem corresponding to the cross-section of the well is solved numerically. The solution demonstrates a qualitative change of the stress and strain fields as the pore pressure drops. The effect of localization of inclined strips determined by the anisotropy of the rock pressure, as well as that of formation of bearing arches which prevent the further motion of the sand toward the well. Although the displacements of the walls of the well with an open bottom were too small to cause the borehole fracture, the material of the walls (subject to plastic fracture) was in the state of unstable equilibrium. For this reason, we consider the prepacked gravel filter. We calculate the transmission of pressure to the perforated metal column (filter) placed in the center of the well.
References
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2.  J. W. Rudnicki and J. R. Rice, "Condition of localization of deformation in pressure sensitive dilatant materials," J. Mech. Phys. Solids, Vol. 23, No. 6, pp. 371-394, 1975.
3.  V. N. Nikolaevskii, Mechanics of Porous and Fractured Media, World Scientific, Singapore, 1990.
4.  V. N. Nikolaevskii, Geomechanics and Fluid Dynamics [in Russian], Nedra, Moscow, 1996.
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7.  S. M. Kapustyanskii and V. N. Nikolaevskii, "Parameters of elastic-plastic dilatancy model of geomaterials," PMTF [Applied Mechanics and Technical Physics], No. 6, pp. 145-150, 1985.
8.  I. A. Garagash, N. N. Nikolaevskii, and J. W. Dudley, "FLAC simulation of triaxial and compaction tests of an unconsolidated reservoir sand," in FLAC and Numerical Modelling in Geomechanics, pp. 505-510, Balkema, Rotterdam, 1999.
9.  E. Detournay and C. M. St. John, "Design charts for a deep circular tunnel under non-uniform loading," Rock Mech. Rock. Engng., Vol. 21, pp. 119-137, 1984.
10.  M. B. Geilikman and M. B. Dusseault, "Dynamics of wormholes and enhancement of fluid production," Paper 97-09.9p, The Petroleum Society, 1997.
11.  S. B. Grafutko and V. N. Nikolaevskii, "The problem of sand production in an operating well," MZhG [Fluid Dynamics], No. 5, pp. 130-139, 1998.
12.  S. M. Kapustyanskii and V. N. Nikolaevskii, "A self-similar problem of sand production," PMM [Applied Mathematics and Mechanics], No. 5, pp. 875-884, 2001.
Received 08 June 2000
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